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Fence Post Anchorage Design <br /> Loading: Induced loads on anchors(ASD) Induced loads on anchors(LRFD) <br /> Ind.Mom: 4.58 k-in. Ind.Mom: 381.88 lb-ft. Ind.Mom: 611 lb-ft. <br /> Ind.Shear: 96.8 lb Ind.Mom: 4.5825 k-in. Ind.Mom: 7.332 k-in. <br /> See previous page for analysis Ind.Shear: 96.8 lb Ind.Shear: 154.9 lb <br /> See the following page for allowable loads <br /> Fixture Geometry: <br /> Height: 3.25 ft <br /> Post spacing: 96.8 ft <br /> Base pl width: 6.0 ft <br /> Base pl depth: 6.0 ft <br /> Base pl thickness: 0.438 in. <br /> Anchorage: <br /> (#)of Shear Conn: 4 <br /> (#)of Uplift Conn: 2 <br /> Post Connection to Floor Structure I Connection Properties Anchor Capacities <br /> Try: (4) 1/2"diameter Hilti KH-EZ Min.Conc.f'c: 2500 psi Tallow: 1944.0 lb[LRFD] <br /> Screw Anchors,2-1/4"nom. Min.Spacing: 4 in Nohow: 3929.0 lb[LRFD] <br /> Embed.& 1.52"eff.Embed.At Min.Slab Thickness: 4.5 in Ve: 155 lb[LRFD] 0.039 <br /> each post Min.Edge Dist.: 4 in To: 1637 lb[LRFD] 0.842 <br /> ICC ESR Report: ICC ESR-3027 Comb.Unity: 0.76 OK <br /> Base plate design: <br /> Ind mom: 4.583 k-in. <br /> Base plate width: 6 in. <br /> Base plate depth: 6 in. <br /> Base plate thickness: 0.438 in. <br /> Fy: 36 ksi <br /> Zx: 0.287 in3 <br /> Sx: 0.191 in3 <br /> Allow Tension: 6.189 k-in. <br /> Unity check: 0.74 OK <br /> Out of Plane Weld Connection Design: Design Method: ASD I <br /> Required Strength(At Center of Weld Group): Weld Stress: Weld Dimensions: y(+) <br /> VY: 0.097 k Axial Stress,f,= 1.5275 ksi*(1/AWe) b: 1.5 in. <br /> Vert <br /> Mx-%: 4.583 k-in Vert.Stress,fy,= 0.0161 ksi*(1/AWe) d: 1.5 in. l d x(+) <br /> Axial Tension,NZ: 0.000 k fresuitant= 1.5276 ksi*(1/Awe) I <br /> 'eld Design: <br /> fly <br /> Weld Metal Nominal Stress,Few: 70 ksi lb <br /> Weld Safety Factor,S2: 2.00 <br /> Allow.Weld Stress,0.6Fnw/S2w: 21 ksi Weld Group Properties: <br /> Min.effect.Throat,(E),„ie.: 0.073 in. J=Iz: 4.5 in.3 Lweld: 6 in. <br /> Weld Type: Fillet I,,: 2.25 in.3 ysop: 0.8 in. Sx TOP: 3 in.2 <br /> Fillet weld Leg: 0.1250 in. Note:n/a YBot: -0.8 in. S Bot: -3 in.2 <br /> Effective Area of Weld,AWe: 0.088 in.2/in. IY: 2.25 in.3 RTop: 0.8 in. SY_Tep: 3 in.2 <br /> Required Weld Stress: 17.29 ksi 0.823 OK XBot: -0.8 in. S,,Bo1: -3 in.2 <br /> 728 134th St.SW,Ste 200,Everett,WA 98204 I (425)741-3800 <br /> Project: Boeing Bldg 40-05/40-31 Pg.No: <br /> Reid iddleton Address: 3003 W Casino Rd,Everett,WA 98204 Date: 12/7/2023 <br /> Client: Sazan Group Job No.: 262023.028 <br /> �8 Paae6ot7 - <br />